The New York Rapid-transit Subway
Forfatter: Willialm Barclay Parsons
År: 1908
Forlag: The Institution
Sted: London
Sider: 135
UDK: 624.19
With An Abstract Of The Discussion Upon The Paper.
By Permission of the Council. Excerpt Minutes of Proceedings of The Institute of Civil Engineers. Vol. clxxiii. Session 1907-1908. Part iii
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46 PARSONS ON NEW YORK RAPID-TRANSIT SUBWAY. [Minutes of
Table IX.
Kind. 1st Crack. Ultimate.
Load. Compression. Load. Per Square Inch.
Untouched 65,000 Inch. 0'049 69,320 1,925
Retempered 24 hours 62,000 0-041 70,800 1,970
» 48 „ 32,000 0-041 33,020 914
As has been shown, the underground portions of the railway
were built partly by tunnelling and partly by open excavation.
Wherever streets were wide and traffic light, great latitude was
given the contractor in the way of opening and obstructing streets.
Where, however, the streets were narrow, important, or congested
with surface traffic that could not be diverted, the work of excavation
and construction was carried on under a temporary timbered surface.
The most extensive work of this character was done in lower
Broadway. The first step after removing the paving at night was
to lay in each of three longitudinal trenches a pair of 20-inch 80-lb.
beams. Transverse to the street, and resting on these beams and
at the sides on either the vault-walls or a 10-inch by 10-inch timber
cap, were laid 8-inch beams at every 10 feet. On top of these
beams was the wearing surface of 6-inch yellow-pine planks. Under
this cover excavation proceeded, the main beams being supported
at 15-foot intervals by three pairs of 12-inch by 12-inch pine posts.
Suspended from the 20-inch beams were cross timbers 10 inches
by 12 inches in section, one beneath each tramway-yoke, i.e., 5 feet
apart, to carry the yokes and tramway. The vault-walls along the
curbs acted as convenient retaining-walls, but where such walls were
not present the earth was held by vertical sheeting and cross braces.
Cost.
The total cost of building the subway, with its 25'7 miles of
route and 76'5 miles of main track, was about 350,000,000, exclusive
of equipment, which, for the power-plant, rolling stock, signals and
all other appurtenances, cost about $25,000,000 more, and exclusive
of interest during construction and of easements. It must be
remembered that the cost of construction covers a considerable
mileage of elevated railway, which is much cheaper than underground
construction. The cost of constructing the subway portions ranged
from about $1,000,000 to $1,250,000 per mile of each track. The
main contracts were taken by the Rapid Transit Subway Construction